Analyze the Frames shown below. Draw the shear and moment diagrams and sketch the approximate deflected shape
Settlement at A = 1” and at C = .5” E = 30000 kis, I = 240 in4
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Analyze the Frames shown below. Draw the shear and moment diagrams and sketch the approximate deflected...
Draw the Shear & Moment Diagrams and sketch the deflected shape for the beams shown below (Indicate values at points of change and minimums and maximums. Also indicate units near values or on each drawing axis) Scan or photograph when completed. Submit on Moodle as a .pdf or .jpg 10k w = 200 lb/ft 2k W = 800 lb/ft 10 ft 5 ft 5ft > 10 ft ** 5+ > 5 > M M D D
Draw the shear and moment diagrams including deflected shapes. 12. 3L14 Shear Shear Moment Moment Deflected shape Deflected shape w2 12 Shear Shear Moment Moment Deflected shape Deflected shape
a Determine the reactions b) Draw the shear and moment diagrams c) Sketch the deflected shape
(40) the flexibility method down 1.5 inches and the support at D 4-Analyze the frame shown below using The support at C settles settles down 1". E = 30000 ksi, ? 240 in4. El is the same for all members Draw the final shear and moment diagrams 2 k/ft 36 ft-k 8 k OK 12' 6 12' 12'
For beam given below Draw the shear- and moment diagrams. Label all important values of shear and moment. nclude the conventions for shear and moment directly on the diagrams Sketch the deflected shape To reeiv leredr you mus ue astraighto sbwg ns 3 kips 12 kip-ft 4 ft 4 ft 4 ft
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1 1-(25%) Draw shear and moment diagrams for the beam shown...
Draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown in Fig. 5.10(a)
Sketch shear and moment diagrams including deflected shapes. (Indicate exact values) 2.1) PP 2PP L/2 Shear Shear Moment Moment Deflected shape Deflected shape
8. Determine and Draw the quantitative shear, bending moment diagrams and qualitative deflected curve for the following questions by using the force method 86 k FM B C А ID ΟΙΟ. 4 ft 4 ft 8ft